Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Instructions: Provide given-required-solution and the FBD. Problem: The resultant of the forces P1, P2, and the couple C is the force R=12 kN acting at point A (R is not shown in the figure). Determine P1, P2, and C.arrow_forward2 Poi Determine the shear at point A for the beam shown. 40 k 40 k Hinge B - 10 n10n10 n- Select the correct response: 40 k 20 k 60 k 30 karrow_forwardImportant: Please show X1, and X2 according to your student number. Q1. Use the virtual work method to determine the rotation of joint D of the frame shown in Fig. 1. Both supports of A and B are pin connections. There is a hinge at point E in the structure. X1 kN/m 21 D 21 21 F 21 3 m Hinge X2 kN 3 m A - 3 m-- -5 m 5 m 2 m NOTE: X1 = 100.8KN/m E= 200 GPa X2= 549KN I = 350 (106) mm4 Figure 1arrow_forward
- GIVEN : The truss shown on the left 10 REQUIRED : a) Find reactions e supports 2000k- b) Calaulale the magnituck « nature of forces in members G. :D- AC, CD, DI , FG, ĠH, HI 10 So0ok. I 10 Aarrow_forwardHand written and in clean writingarrow_forwardThe bell crank as shown in the fig. is in equilibrium, determine the shearing force in the pin at D.arrow_forward
- Solv this pleasearrow_forwardWhat is the maximum moment at midspan in the following beam? P, Pzarrow_forwardMN=77 The fixed end moment for AB, MFAB in kN-m (include the sign, if negative only) The fixed end moment for BA, MFBA in kN-m (include the sign, if negative only) The degree of kinematic indeterminacy of the frame (if we neglect axial deformations). The total number of degrees of freedom for the frame. The final end moment MCB in kN-m. The magnitude of the end shear VAB in kN. The joint rotation at C if EI=1. (include the sign, if negative only). The final end moment MBA in kN-m. The final end moment MBD in kN-m. include the sign, if negative only)arrow_forward
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